BP-03-151 Miami Shores Village Building Permit
10050 NE 2nd Avenue
Phone: 305-795-2204 Permit Number: BP2003-151
�tOR1D�
Printed:1/30/2003 Page 1 of 1
Applicant: STEVEN RITTER
Owner: RITTER STEVEN
JOB ADDRESS: 29 NW 105 ST
Contractor Contractor's Address:
Local Phone:
Parcel# 1121360050300 Legal Description: DUNNINGS MIAMI SHORES EXT NO 1 PB 41-51 LOT 14 BLK
Fees: Description Amount
FEE2003-590 Building Fee $0.60 Total Fees:$361.80
FEE2003-591 Buildier's Bond $300.00 Total Receipts• $0.00
FEE2003-592 CCF $1.20
FEE2003-593 Building Permit Application Fee $60.00
Total Fees: $361.80
Permit Status: Permit Expiration: 7/2912003 Construction Value: $2,000.00
Work: DECK
If there Is no permit package accessible on the job-site for inspectors to verify,there will be no Inspections. Re-inspection
fee is$50.00,which must be paid in advance before calling for another Inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance
with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,drawings,statements or specifications that may have been
submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed
without
authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough
knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility
for work done
by his agents,se o employees.
Signed: (INSPECTOR) BY:
In consideration of the issuance to me of this permit,l agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity
with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibiiity for all work
done by either
myself,my agent,servants or employes. C?p r
REG C01 020.,83 1640 P001 004538 CHARGE $361.60
Signed: (Contractor or Builder) BY:
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JO? c y/Vr.0� °!
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Kit,
Iv e-
CRITIQUE SHEET
JOB ADDRESS _ - -57/
APPLICANT 86c PERMIT NO.
ADDRESS:
PHONE#
MIAMI SHORES VILLAGE
APPLICAMON BUILDING I ZONING DEPARTMENT-
SHEET _.OF
SECTION BY DATE
ZONING
MISCELLANEOUS — ELECTRICAL
a
MECHANICAL
PLUMBING
ii
FIRE
PUBLIC WORKS
STRUCTURAL
_ BUILDING OFFICIAL
t. Sutlect to compliance with a#Federal,State.
Couaty.VMage odds and fegalattons.Vit(age assaam
ac respattsthvity for acwtdcy oflor results((am
these puns.
2. This copy of pleas mVtt 64k VOW* an
ttatlding site at no Inspection Vdif he oottdocted.
DATE ZONING :• COMMENTS INITIALS
Z-6
. . . . . . • . . .
.Page 4
PERMIT APPLICATION
sNpc 1fj, ` �•• • ••• PERMIT APPLICATION
S °R�s
• • ••• • • •
"M . • . • . . . • •
>OFFICE USE ONLY • • vatermo. 0
a
• SdWidewy Permit No.
�IORIDT'p
❑ OWNER-BUILDER FORM ❑ PROOF QF O=ER.Sj-IIP, . . •0 CONDO ASSOCIATION APPROVAL fell-mill , ROMIMMIMOMMM
(Attach) (Attach).• .; : : : : ;.; •• (Attach)
••: ; Step 1. Complete the attached permit application wl4h boast&slgnLd by ttie nropek owner and qualifier. Both signatures must be notarized-
❑ FIRE DEPARTMENT ❑ HRS/DEM40AVPA0VAI' V BPR APPROVAL(Restaurants) print or type to allow for a more accurate"ocetsidg ofyouPap�lie bn'tf roofing work will be done,a
roofing application must be submit-
APPROVAL(Commercial/ (Septic/Sewer) ted along with this permit application.
multi-family) Step 2. Submit the completed application with all necessary documents to the Building,Planning and Zoning Department for processing. During the
processing of your application,you may be asked to submit additional information.
❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION
(New Construction) (New Construction) (On File) APPLICATION
❑ OTHER ❑ OTHER ! Job Address: "/ IW
(Specify&Attach) (Specify&Attach) Address Apt.r City State Zip
Folio Number escription of Work "Y
PERMIT FEES Lot Block
$3.00 per page(Scanning Fee) $ Subdivision PB PG Zoning Linear Feet
0 Current Use of Property Square Feet Units Floors
Miami Shores Village $ �r,har of Work Oep Bldg Value
Proposed Use of Property _
`�Assessed/Appraised raised Value
Tenant Information PP
Bond Flood Zone Base Floor Elev.
Metropolitan Dade County (C:C.R) ®' (sq.ft.=x/1000 ` `
_.•.�. x¢.60) PERMIT TYPE (✓) PERMIT CHANGE (✓) TYPE OF MANAGEMENT (✓)
Building Chg.Contractor New Construction Enclosure
Inspector State Educational Fund $ (¢.005/sq.ft.) Electrical Renewal Alteration Exterior Repair
Mechanical Revision Alteration Interior Demolish
State DCA(Radon) $ (0.01/sq.ft.) Plumbing Extension Relocation of Structure Shell Only
LPGX Supplement Foundation Only Add'1 Attachment
Code Enforcement Fine $ Roofing Reinspection Other Add'1 Detachment
Fence Other
Zoning Review $ Other
a � � ARCIitiITECT
Notary $� NN�GINEER
U Name
TOTAL $�
License No. License No.
I ISSUING OFFICIAL Address Address
REVIEWED AND PREPARED BY. DATE:
,Telephone Telephone
SECTION BY DATE CONDITION Fax Fax
Zoning aza,
Electrical - PROPERTY OWNER CONTRACTOR
Mechanical Name a Name
Plumbing '
Fire Address o� `� c License No.
Public Works t ` Address
Structural
Building Official Home Telephone
Business Telephone Telephone Fax
Revised July 2001
Fax Qualifier Name
10050 N.E. 2ND AVE.,MIAMI SHORES,FL• (305) 795-2207 •FAX(305) 756-8972• http://www.miamishoresvillage.com
Page 2 ••• • • • . ••• • • • •
Page 3 Soo
PERMIT APPLICATION PERMIT APPLICATION
IMPORTANT NOTICES
. .
L DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant INSTRUCTIONS: Please indicate the type of work
being performed and quantity(ies)in the space provided be low.
the right to begin construction. HOURS OF CONSTRUCTION je linitig to:JJondly t1 Lough lday from 7:30 a.m.to 6:00 p.m.,and Saturday from 8:00 a.m. 0 so*
to 5:00 p.m. No inspections will be conducted on weekends or holidays. • • • • • • • •
2. All construction of demolition areas MUST BE MAINTAINED 0 A CLU&,"ARII]91NIARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FItJ FlOtl 15gtr&4 D4glS. ELECTRICAL
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES,AND MAY NOT BE USED FOR STORAGE. A bond is TYPE QTY. TYPE Q rN. f i?I,-, QTY. TYPE,
Q-1-Y.
required for work in or near the street/sidewalk. Minimum Fee Dryer Outlet,Appliance Service Repair
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer A/C Central 1-3 Ton Fan Outlet,Wall
Service,Temporary
which requires a separate permit. A/C Central 4-7 Ton Fire Pump -Outlet,Switch Signs
6. PORTABLE TOILETS for a construction site require a separate permit. A/C Central 8-15 Ton Fixture-Fluorescent Oven Space Heater(kw)
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building,Planning and Zoning Department. A/C Central 16-20 Ton Fixture Light Parking
Lot Lights Spas/Hot Tubs
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. A/C Central 20+Ton Flood Lights Plugmold/Strip Subfeeds,No.of Amps
9. Department of Health and Rehabilitative Services(HRS)approval is required for applications involving septic tanks. Department of Environmental Resources A/C Window
FPL-Load Central Posts Swim Pool,Commercial
Management(DERM)and/or Miami-Dade Water and Sewer Department(MDWASD)approval is required for applications involving sewers.
Air Conditioners Garbage Disposal Range/Range Top Swim Pool,Residential
AFFIDAVIT Chiller Generators,etc. Receptacles Switchboards
Clear Violations Heat Recovery Refrigerator,Comm.(p/PH) Temp Serv,Construction
Application is hereby made to obtain a permit to do work and installation as indicated. I,the OWNER of the property,certify that all Compactor Low-volt,Burglar Refrigerator,Domestic
Temp for Test-30 days
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits Deep Freezer Low-volt,Fire
Renew-Temp Service
are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, Demolition Low-volt,Intercom/Teleph. Repair Circuits
ROOFING and SIGNS and there may be additional permits required from other governmental agencies. Dishwasher Low-volt,Television Service,Number of Amps
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further,I am fully aware that if the cumulative cost of work to my home or business under this and MECHANICAL
any other permit equals or exceeds fifty percent (50%) of the fair market value of the structure, the entire structure must meet the T YPE QTY. TYPE QTY. TYPE
QTY. TYPL, Q-1-Y.
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business Minimum lee Condensate Drain
Generator Refrigeration,Tons
under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must 'Central,Tons Cooling Tower Heating
Strips,eac41 Vent Hood,Cost
conform to the current code requirements of the Building Code. A/C Wall/Win.Tons Dryer Vents,Number of Paint Booth Ventilation,Cost
Air Handler,Tons Ductwork,Cost of Piping,Flammable Liquid Periodic Inspections
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for Barbecue Fire Sprinkler System Bath Fan-Vented,# Fireplaces,Number
of Press Process/Pressure Piping
we Vessel
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 11 Floor,(305)679-1078. Once recorded,the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713-35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and PLUMBING
Choosing a Contractor. TYPE QTY. TYPE QTY. Typi-,' QTY. TYPE QTY
A/C Condensate Drains,Roof Miscellaneous Fixture Soakage Pit
Bath Tub Drinking Fountain Wacellaneous Repairs Solar Water Heater
STATE F ORIDA, N TY OF MIAMI-DADS STATE OF FLORIDA,COUNTY OF MIAMI-DADE Bidet Filter Replace Pool Piping Sprinkler Repair
Cap-Fixture Fountain Pump and Abandon Sprinkler System
gnatur.of Owner Signature of Contractor/Qualifier = Cap-Water Gas-Appliance Pump,Domestic Supply,AC Well
Cap-Sewer Gas-Natural Pump,Fire Stand Temporary Toilet
Print Name Print Name Catch Basin Gas-Propane Pump,Re-circulate Temporary Water Closet
Clothes Washer Gas Piping Pump,Replace-Pool Urinal
Sw to an subscribed before me thi day Sworn to and subscribed before me this day of Dental Chair Grease Trap Pump,Sprinkler Utility-Sewer
2
Discharge Well Ice Maker Pump,Sump Utility-Water
Dishwasher Indirect Wastes Relay Repair Vacuum Pump
Sign of Notary b'c-Sta of Flori Signature of Notary Public-State of Florida Disposal Interceptor Roof Inlet Water Closet
Domestic Well Laundry Tray Septic Connection Water Heater
SEAL: SEAL: Drainfield,4"Tile(Res. Lavatory Septic Tank Water Heater New
.V Drains,Area Meter Set(Gas) Sewer Connection Water Re-pipe
:Q �ele M Drains,Floor 1�Iinimum Fee Shower Water Service
Personally known duo Upon Personally known OR Produced Identification Drains,French Miscellaneous Equipment Sink Well,Supply
Type of Identification Produced: ` -a °pe of Identification Produced:
RECEIVED AND REVIEWED BY: DATE:
,w
12'x32'
Rectangular
Deck � 2"x6"End Boards
4"x4"Posts
2"x6"Surface Boards
---�.- 2"x6"Support Boards
Dek-Block�Brands Piers
Material List # @ Per Total
Dek-Blocks
❑ Dek-Block Brand Piers 42 @ $ $
Support Boards
❑
16' - 2"x6" Treated Lumber 12 @ $ $
yy End Boards
❑ 12' - 2"x6" Treated Lumber 2 @ $ $
Surface Boards
y ❑ 12' - 2"x6" Treated Lumber 70 @ $ $
Detailing
❑ 2�" Galvanized Deck Screws; lbs. 16 @ $ $
❑ Stain or Sealer; gals. 6 @ $ $
❑ Metal Truss Plates 12 @ $ $
Optional Posts for 30" Elevation
❑ 8 - 4x4 Treated Posts 8 @ $ $
Total $
These plans are intended for consumer use only. Copyright 2000 Proshop Plans Co.They may not be reproduced,copied,distributed or disseminated without the written permission of
DEKBRANDS.DekBrands and Dek-
` Block are trademarks of ProShop Plans Co.U.S.Patents 5,392,575 and 5,953,874 Pat.Pend/App.Pend.Manufactured under license.
Live Technical Support - 100's of FREE Deck Plans at:
7 Days a Week,365 Days aYear(5:00 am to 9:00 pm CST) WWW .CDM
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or
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http://www.tiedown.com/kits.html 1/9/2003
DOUGLAS R. IVERSON, P.A.
6550 YORK AVE.SO., EDINA,MN 55435 (612)920-2330 FAX(612) 920-4493
July 17, 2000
Mr. Iry Budlong
DEK-BRANDS, Inc.
P0. Box 14804
Minneapolis, MN 55414
RE: FROST HEAVE CRITERIA
DECKS WITH DEK-BLOCK PIERS
Dear Mr. Budlong:
I have reviewed the design parameters of decks constructed with Dek-Block piers with respect to Building
Codes and Frost Heave.
1. The Deck system has been analyzed for a dead load of 12 psf, and a live load of 40 psf.
2. The Standard Building Code allows that building not exceeding one story in height and 400 sq. ft. do not
need to meet the requirements for foundation extension below frost depth.
3. 1 classify this structure as a lightweight structure since the normal dead load bearing is less than 200 psf.
4. The National Building Code says that "except where erected upon solid rock or otherwise protected from
frost, foundation walls, piers, and other permanent supports of all buildings and structures larger that
100 square feet in area or 10 feet in height shall extend to the frost line of the locality, and spread
footings of adequate size shall be provided where necessary to distribute properly the load within the
allowable loadbearing value of the soil."
5. The deck system employing Dek-Block piers, 2x6 stringers and 2x6 decking has the flexibility and
strength to safely support the design loads even with differential settlement of%" between adjacent
piers without damage to the stucture. Supporting calculations are attached.
6. The system has a plus or minus %"tolerance in block height, and it is relatively easy to do maintenance
shimming should settlement occur.
In my opinion, construction of a deck system with flexibility to and strength to accept the differential
settlement or heave associated with frost action without structural damage meets the requirement for
protection from frost.
Please call if you have any questions.
Sincerely yours,
Douglas R. Iverson, P.E.
Virginia License#022199
DOUGLAS R. IVERSON, P.A. ----
Structural Engineers lg - - -
a »rc� 1�
6550 York Avenue South �- �-
EDINA, MINNESOTA 55435
(612) 920-2330 Fax (612) 920-4493 ' � .
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DOUGLAS R. IVERSON, P.A.
Structural Engineers
6550 York Avenue South 0%4 mv®X __ DATE I '
EDINA, MINNESOTA 55435 04fcxpol
(612) 920-2330 Fax (612) 920-4493 � � t �
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AE ASSOCIATES, INC.
Engineering Design *Project& Construction Management
BUILDING AND SPECIAL INSPECTIONS
January 16, 1997
To whom It May Concern:
Subject: DEKBRANDS Deck Systems-Building Code Reviews
AE ASSOCIATES, Inc. has been retained to consider the DEKBrands
Deck System. Included in this process was structural design analysis of
components that make up the system, including the Dek-Block Pier
footing members, the spacing of these blocks, deck wood stringers,joists
and surface decking.
In order to make these design analyses it was reasonable to use established
design standards for vertical loading and ground support, as provided for
in the various Building Codes adopted by all states and other
municipalities. Where these Codes did not provide for specific "deck"
loading criteria residential interior loads were used. All Code revisions
since 1985 have been reviewed to determine that all current provisions
were being complied with. These standards are summarized below,by
Code and the most applicable Code chapter or section:
Council of American Building Officials (CABO)
Buildings - section 202
Design Criteria- sections 301.3, 301.4, 301.6, Table 301.4,
315.3
Foundations -sections 401.2, Table 401.4.1, Table 502.3.1a
Uniform Building Code (ICBO)
Foundations - chapter 18, sections 1803.2, 1804.1.1,
1806.1, 18063, 1806.5, 1806.7.2.3, 1806.7.4, Table 18.LA
Structural forces - chapter 16, sections 1602, 1603.3.1,
1604.1, 1604.2, 1604.3, 1606, 1607, 1608, Table 16-A
Size and Height - chapter 5, section 509.1, 509.2, 509.3,
chapter I, section 106, 106.2(2)(2.1), 106.2(2)(2.7)
Standard Building Code (SBCCI)
Egress- Chapter 10, section 1014.1.1, 1014.1.2, 1015.1
Structural Loads - chapter 16, section 1601.2.1, 1601.2.2,
1601.5, 1603.1, 1604.1, Table 1604.1, 1604.3
Foundations - chapter 18, section 1804.3.3.1, 1804.4.1,
chapter 23, section 2303.2.1, 2303.2.2
Floor Construction- Wood- chapter 23, section 2301.1.2,
2301.2.1, 2301.2.5, 2301.3, 2303, 2304.2,2306.1, 2307
(general)
Building Officials and Code Administrators International (BOCA)
Loadings - section 1606.1, 1606.2, table 1606, 1606.3
Footings - section 1807.1, 1810.3.1
In addition the "Dwelling Construction under the Uniform Building Code"
handbook was consulted ,particularly chapters on framing, foundations
and tables on wood member working stresses.
The subject deck footing and structural systems were designed to a
minimum standard of 40 pounds per square foot of LIVE LOAD, a
CONCENTRATED LOAD of 300 pounds, using a DEAD LOAD of 12
pounds per square foot. All Code requirements considered appropriate are
complied with using these standard. These are also considered
conservative load ratings since higher live lad values (up to 75 pounds per
square foot) could be used under conditions where soil and wood member
strength ratings other than "minimum Code" values used.
We certify that, after review of all applicable current Codes, all systems
and components analyzed by this company meet or exceed Code standards
e-
for uniform and concentrated loadings plus soil bearing conditions, when
these products are installed in accordance with the instructions. Local
Building Officials may apply requirements based on specific conditions of
their municipality,requiring the consumer to purchase a building permit
for the installation.
Respectfully submitted,
Robert C. Bowser, P. E.
2920 S. W. Luradel Lane * Portland, Oregon 97219 * FAX(503) 977-
2021
Portland(503) 977-3622 * Vancouver(360) 253-4318 * Mobile (503)
784-3443
AEAAE ASSOCIATES,INC.
Enginnering Dosing Project&Construction Management
Building and Special Constructions
Job Name S.O.No
EST. 90-14
Description
REVIEW- PRO-SHOP DECK SYSTEMS
Design Date Checked Date Approved F4/6/90
By: By
REF: PROSHOP PLANS FOR STANDARDIZED DECKSor �s
(ATTACHED) 7649
ISSUE:
IS 2X6 (TYP.) DECKING OK, RELATIVE TO STRESS
4 DEFLECTION,WHEN PLACED ON JOISTS AS MUCH AS
30" O.C. (I.E. SPAN OF 28 1/2")
LOADING PATTERNS:
•40 PSF L.L - UNIFORM
•300 LB CONCENTRATED LOAD ON 12" X 12"AREA
ACCEPTANCE CRITERIA:
• STRESS, BENDING (EXTREME FIBER) <
•DEFLECTION L/E> 360
•BOTH ARE ACCEPTED LEVELS FROM UBC
ASSUMPTIONS:
STANDARD & BETTER LUMBER INSTALLED TO
REASONABLE
CONSTRUCTION QUALITY. USE SUPPORTED EDGES
SINCE SOME DECK BOARD ENDS WILL BE INSTALED
AT JOISTS.
1/2" MAXIMUM GAP BETWEEN BOARDS
FROM UBC:
MIN. t(3 =475 psi (LOWEST IN UBC)
MIN. E= 700,000 psi (LOWEST IN UBC)*
SECTIONS:
SECT MODS =tW16 (2X6)
=2.1 in'
I= 1.55 in
ALSO:
L=28.5"
D.L. -2.4 LBS/FT OF 2.6
40#/FT ==>20#/FT OF 2X6
300#/12" ==> 150# Per 12" of 2X6 Aw
I I
D.L. — 2.4#/FT
R
I I
1
//// --
GAP
STRESSES:
UNIFORM LOADING: (ONE 2X6)
17 =WL/8 W= (20+ 2.4) 28.5"/12"
= 190 IN-LB = 53.2 #
tp = 190 IN-LB/2.1 IN'
= 90 psi «475 psi OK!
CONC. LOADING:
SEE ROARK, 5th P. 107, CA 14
a= 8.25" yyy
c = 12" ^
d= 14.25" W— 154#
MAX. M=W d/L (a+ cd/2L)
= 866 in-lb
tP =413 psi<<475 psi OK!
DEFLECTIONS:
UNIFORM LOADING:
E= 5/384 WL3/EI LET E=900,000 psi
L w
= .012" ==>L/E=2479 >> 360 OK!
CONC. LOADING:
W= 154#
E= 1/48EI } 8R1 (X3-UX) +WX [ 8d3/L - 2 bc2/L + C3/L +2c2]
-2W(x-a) /c}
WHERE: X=L/2 R 1 =W/2
E= 1/48EI }-WL3/2 +WL/2 (1077.5) - 2W(108) }
=.023"
L/E= 1245 >>360 OK!
2920 S.W. Luradel Lame * Portland, Oregon 97219 * FAX(503)
977-2021
Portland(503) 977-3622 * Vancouver(360) 253-4318 * Mobile
(503) 784-3443
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* No Holes to D*19! VE
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* No Cement to Mix! u• f•
* No Difficult Cutting! 0
0 No Attaching to House! in b -Fi a ang cesm
LEVEL UNLEVEL
GROUND GROUND
MP Place Dek-Block® on iers round
p g ..
Place Dek-Block® piers directly on soil. The slots will be used
to hold either horizontal 2"x6" deck support boards or vertical a
4"x4" posts. Using 4"x4" posts of different lengths will level
out uneven or sloping .9r9u.nd, -
Position Support Boa_' rds
Position support boards in or above the two outside rows of
the Dek-Block° piers. (NOTE: If deck height is greater than
13 inches or building on sloping ground, 4"x4" post will be
needed. With a level on top, measure distance from the
bottom of the support board to the pocket of the Dek-Block' pier. Cut
4"x4" post to length. Attach support boards to the 4"x4" posts with
y'- r
either two screws from each side or a metal post bracket.) Attach
--
2"x6" end boards to the outside support boards. Adjust support
e
boards until the diagonal distance between opposite corners is
EQUAL. Attach the remaining support boards to end boards. Position
remaining Dek-Block' piers beneath the support boards. (NOTE: If r�
needed, cut 4"x4" posts to fit gap between support boards and ee
Dek-Block' piers. Position and secure.)
Secure Surface Boards
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Place all 2"x6" surface boards on top of support boards.
Use the width of a deck screw as a guide for spacing '° "
surface boards. Secure surface boards directly to support
art boards using two deck screws per support board. That's all
there is to it! /
Hide Dek-Block Piers Spacing D M ( Piers Any Questions?
12 (entered' 12 • Deck heights over 30"
&12` Maximum S'
• Custom extensions and sha es
Support r along esu Mort boards • Additional plans and sizes p
boards .x support • Above ground pool decks
front row 0 f 12" Equal (entered Under Joint Equal 12" • Storage shed floors
Dek-Blod<®piers m Two support
in-ward.Attadtadditional - may boards end • Building codes
support board with spacers. ,- to end _ = CALL or VISIT US ONLINE
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Meets or exceeds building codes!
"We certify that,after review of all applicable current codes,all systems �FFECP���
and components analyzed by this company meet or exceed Code
�V�S..nc�
Standards for uniform and concentrated loadings, plus soil bearing t'2. ,
" conditions,when these products are installed in accordance with then =!
a iaA:6o..
1 " instructions. Local Building Officials may apply requirements based o
4"x4"Posts _ ; Board Support 2"x6"End Boards on specific conditions of their municipality; requiring the consumer to
Boards purchase a building permit for the installation."
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2"x6"Surface Boards Dek-Block®Brand Piers
8' DEEP Robert C. Browser, P.E.,AE Associates, Inc., Portland—Vancouver—Mobile
MATERIALS 8'x8' 8'x12' 8'x16' 8'x20' 8'x24' 81x32'
Uk Bfocl Brartliers. 15 15 . 20. .
SUPPORT BOORS
€ Foot 2"xbt'Treated Lumber 5
i, Foots"x i"`Treoted�-',i
� P�rro# " la"`Tt�ated [.�lrnkaer� 1 1311
Lumber sits
Y.
6" from ground
Galv. Deck Screws, Lb
12' . s. 3 �._ . 5 . � : . . 7 .. 7 8 1 �� ,w
/2 *24" measure from
Stain or Sealer, Gallons 1 1 2 2 3 4 center to center of
Metal Truss Plates 10 10 10 2"x6" support boards
12' DEEP
MATERIALS 12'x 10' 12'x 12' 12'x 16' 12'x20' 12'x24' 121x32'
C3 Jr r £tr 6Pters 1, -3
4 Foot 2''xb" Trealec#Lumber b 12_
Foal "xb"Trea#ed Lumber b
2'/2 Galv. Deck Screws, Lbs. 5 6 < 8� 10 12 1.�. . *283/4" measure from
Stain or Sealer, Gallons 2 2 3 4 4 6 center to center of
Metal Truss Plates 12 12 12 2"x6" support boards °4
16' DEEP
MATERIALS 16'x12' 16'x16' 16'x20' 16'x24' 161x32' 161x40'
, k�hCri�; `Bron&P'iers 3
SUPPORT BOARDS
�e..
8 Foot 2 1x6" Treated Lumber g
- Foot 2"x6"Treated Lumber'
1 Fbat Treated Lutraber 8
1-6 "
lb �b
f
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s ,
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27/4 measure from
2/2 Galv. Deck Screws, Lbs 8 1 1 13 16 21 26 center to center of
Stain or Sealer, Gallons 3 4 5 6 7 9 2"x6" support boards
Metal Truss Plates 16 16 16 32
20' DEEP
MATERIALS 201x121 201x161 20'x20' 20'x24' 20'x32' 201x40'
Dew Br� trs 27 36
6 1 I
SfRAORT BOARDS
8 Foot 2"�6"'7t�ated lumber �
fifFoc '"eb"Treated Lmber f;
L , al r "ab`Trea d lumber T .
r
YY
-i
A
..
bs. *30" measure from
2'h Galv. Deck Screws, Lbs. 10 13 16 18 20' M 22
Stain or Sealer, Gallons 4 5 6 7 9 1 1 center to center of
Metal Truss Plates 4 4 22 22 22 40 2"x6" support boards
Live Tech Support - 100s of FREE deck plans at:
All Day, 7 Days a Week, 365 Days a Year I C
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�l
5.D0 am to 0 5 2M.Com
( 9.OQ pm C .
D D S DEKBRANDS, Inc., P.O. Box 14804 These plans are intended for consumer use only.Copyright 2000 Proshop Plans Co.They may not be reproduced,copied,distributed
or
D ��C t( S" disseminated without the written permission of DEKBRANDS'.DEKBRANDS®and Dek-Block®are trademarks of Prosho Plans C Inc.�L11�""p E Mpls., MN 55414
612 331-4755 p o.,
E�Y T O . p O b U.S.Patent 5,392,575,6,324,801 and 5,953,874 Pat.Pend/App.Pend.Manufactured under license.